PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 03/11/25 EST. NO. 025 TIME 10:45 AM R.E. NAME: BLANCO, CHRIS/CE- RAVANIPOUR,M 12-0N72A4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 012 0001 175,615.27 A.C. @ L.S.(+) 030725 N 1 175,615.27 TOTAL THIS ESTIMATE 5,523,559.14 TOTAL PREVIOUS ESTIMATE 5,699,174.41 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 03/11/25 EST. NO. 025 TIME 10:45 AM R.E. NAME: BLANCO, CHRIS/CE- RAVANIPOUR,M 12-0N72A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM 4401 CY 2023 -10,000.00 014 CEM 4401 CY 2023 10,000.00 016 0.00 0.00 LABOR COMPLIANCE VIOLATION NO CERTIFIED PAYROLL -10,000.00 010 PAYROLLS/FRINGE BENE -10,000.00 024 CERTIFIED PAYROLL 10,000.00 025 PAYROLLS/FRINGE BENE 10,000.00 025 20,000.00 0.00 TOTAL DEDUCTIONS 20,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N72A4 TIME 10:45 AM ESTIMATE NO. 025 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/15/24 R.E. NAME: BLANCO, CHRIS/CE- RAVANIPOUR,M DATE OF THIS ESTIMATE 03/11/25 LOCATION SEMI-FINAL ESTIMATE 12-ORA-73-10.0/R28.0 ------------------- CHUMO CONSTRUCTION INC IN ORA CO FROM 0.3 MILE SOUTH OF 14425 JOANBRIDGE STREET S73-S5 CONN VIADUCT IN SAN JUAN BALDWIN PARK CA 917061747 CAPISTRANO TO 0.1 MILE NORTH OF N73-N405 CONN OC IN COSTA MESA FED. AID NO. HSNH-P073(141)E UPGRADE SAFETY DEVICES, RELOCATE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 0.0000 0.00 0.000 0 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,025.0000 5,025.00 1.000 5,025 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,250.0000 861,250.00 265.000 861,250 004 DEVELOP WATER SUPPLY LS 12,928.5000 12,928.50 1.000 12,928 005 CONSTRUCTION AREA SIGNS LS 68,000.0000 68,000.00 1.000 68,000 006 TRAFFIC CONTROL SYSTEM LS 1,718,020.0000 1,718,020.00 1.000 1,718,020 007 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 25,120.00 612.000 24,480 008 PORTABLE RADAR SPEED FEEDBACK SIGN EA 7,107.0000 49,749.00 7.000 49,749 SYSTEM DAY 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 12,875.0000 103,000.00 8.000 103,000 010 TEMPORARY RAILING (TYPE K) LF 9.0000 745,839.00 72,755.000 654,795 011 TEMPORARY CRASH CUSHION MODULE EA 180.0000 183,060.00 1,109.000 199,620 012 TEMPORARY ALTERNATIVE CRASH EA 4,538.0000 58,994.00 23.000 104,374 CUSHION 013 TEMPORARY TRAFFIC SCREEN LF 2.0000 104,994.00 0.000 0 014 TEMPORARY RADAR SPEED FEEDBACK EA 8,033.0000 48,198.00 6.000 48,198 SIGN SYSTEM 015 JOB SITE MANAGEMENT LS 42,479.6000 42,479.60 1.000 42,479 016 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 15,000.00 15.000 7,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 6,000.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 020 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 44,000.00 136.000 27,200 021 TEMPORARY FIBER ROLL LF 3.6100 266,760.95 8,969.000 32,378 022 TEMPORARY CONSTRUCTION ENTRANCE EA 3,600.0000 14,400.00 1.000 3,600 PROGRAM CAS145 PAGE 2 DATE 03/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N72A4 TIME 10:45 AM ESTIMATE NO. 025 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/15/24 R.E. NAME: BLANCO, CHRIS/CE- RAVANIPOUR,M DATE OF THIS ESTIMATE 03/11/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 44,400.6000 44,400.60 1.000 44,400 024 TEMPORARY CONCRETE WASHOUT LS 21,600.2000 21,600.20 1.000 21,600 025 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 026 TREATED WOOD WASTE LB 0.4500 502,290.00 214,660.000 96,597 027 REMOVE CONCRETE (CY) CY 725.0000 5,075.00 7.000 5,075 028 REMOVE CONCRETE BLOCK WALL EA 2,612.0000 36,568.00 14.000 36,568 ENCLOSURE 029 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 53.0000 12,720.00 210.000 11,130 030 REMOVE TREE EA 1,000.0000 1,000.00 1.000 1,000 031 CLEARING AND GRUBBING (LS) LS 39,580.0500 39,580.05 1.000 39,580 032 ROADWAY EXCAVATION CY 110.0000 210,320.00 1,912.000 210,320 033 DITCH EXCAVATION CY 79.0000 20,540.00 55.890 4,415 034 IMPORTED BORROW (CY) CY 1.0000 390.00 390.000 390 035 RELOCATE IRRIGATION CONTROLLER EA 4,500.0000 9,000.00 0.000 0 036 REMOVE IRRIGATION FACILITY LS 3,250.0000 3,250.00 0.000 0 037 SALVAGE IRRIGATION FACILITY LS 3,250.0000 3,250.00 0.000 0 038 CONTROL AND NEUTRAL CONDUCTORS LS 1,200.0000 1,200.00 0.000 0 (ARMOR-CLAD) 039 HYDROMULCH SQFT 0.0400 16,080.00 402,000.000 16,080 040 HYDROSEED SQFT 0.1400 56,280.00 402,000.000 56,280 041 FINISHING ROADWAY LS 48,840.1500 48,840.15 1.000 48,840 042 CLASS 2 AGGREGATE BASE (CY) CY 130.6300 49,900.66 325.000 42,454 043 ASPHALT TREATED PERMEABLE BASE CY 600.0000 6,000.00 0.000 0 044 PRIME COAT TON 2,200.0000 4,400.00 0.000 0 045 HOT MIX ASPHALT (TYPE A) TON 278.6000 50,705.20 757.100 210,928 046 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 740.9100 8,150.01 0.000 0 047 HOT MIX ASPHALT-OPEN GRADED TON 476.0000 27,608.00 0.000 0 (OPEN GRADED FRICTION COURSE) 048 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.3500 21,875.50 8,449.000 28,304 049 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.3500 119,260.00 44,962.000 150,622 PROGRAM CAS145 PAGE 3 DATE 03/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N72A4 TIME 10:45 AM ESTIMATE NO. 025 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/15/24 R.E. NAME: BLANCO, CHRIS/CE- RAVANIPOUR,M DATE OF THIS ESTIMATE 03/11/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT SQYD 92.0000 81,880.00 21.000 1,932 (MISCELLANEOUS AREA) 051 TACK COAT TON 1,800.0000 3,420.00 0.000 0 052 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 6.7300 10,498.80 2,236.000 15,048 053 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 105,887.50 17,106.000 85,530 054 REMOVE BASE AND SURFACING CY 63.0000 32,130.00 421.000 26,523 055 CONCRETE ENCLOSURE WALL EA 15,878.0000 31,756.00 2.000 31,756 056 60" CAST-IN-DRILLED-HOLE CONCRETE LF 0.0000 0.00 0.000 0 PILE (SIGN FOUNDATION) 057 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,024.5200 359,010.52 31.080 94,002 (F) 058 MINOR CONCRETE (MINOR STRUCTURE) CY 2,837.2500 676,400.40 202.000 573,124 (F) 059 MINOR CONCRETE (BACKFILL) CY 424.0000 5,766.40 7.400 3,137 (F) 060 FURNISH SIGN STRUCTURE (TUBULAR) LB 0.0000 0.00 0.000 0 (F) 061 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.0000 0.00 0.000 0 (F) 062 FURNISH SIGN STRUCTURE (TRUSS) LB 0.0000 0.00 0.000 0 (F) 063 INSTALL SIGN STRUCTURE (TRUSS) LB 0.0000 0.00 0.000 0 (F) 064 REMOVE SIGN STRUCTURE (EA) EA 0.0000 0.00 0.000 0 065 REMOVE RETAINING WALL (PORTION) (LF) LF 478.0000 10,516.00 0.000 0 066 18" REINFORCED CONCRETE PIPE LF 323.0000 55,588.30 44.600 14,405 067 24" REINFORCED CONCRETE PIPE LF 260.0000 388,128.00 178.500 46,410 068 36" BITUMINOUS COATED CORRUGATED STEEL LF 585.0000 5,850.00 0.000 0 PIPE (.138" THICK) 069 36" BITUMINOUS COATED CORRUGATED STEEL LF 872.0000 6,104.00 0.000 0 PIPE INLET (.138" THICK) 070 ABANDON CULVERT (LF) LF 66.0000 14,982.00 0.000 0 071 ABANDON INLET EA 1,167.0000 4,668.00 0.000 0 072 REMOVE OVERSIDE DRAIN EA 2,192.0000 2,192.00 0.000 0 073 REMOVE CULVERT (LF) LF 48.0000 5,616.00 0.000 0 074 REMOVE INLET EA 1,209.0000 18,135.00 0.000 0 075 REMOVE CONCRETE (CHANNEL) CY 377.0000 27,521.00 16.200 6,107 076 SAND BACKFILL CY 10.0000 19.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N72A4 TIME 10:45 AM ESTIMATE NO. 025 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/15/24 R.E. NAME: BLANCO, CHRIS/CE- RAVANIPOUR,M DATE OF THIS ESTIMATE 03/11/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETE (DITCH LINING) CY 1,110.0000 166,500.00 27.900 30,969 078 MISCELLANEOUS IRON AND STEEL LB 2.2500 59,386.50 9,456.000 21,276 (F) 079 GUARD RAILING DELINEATOR EA 27.0000 42,093.00 953.000 25,731 080 REMOVE ROADSIDE SIGN EA 110.0000 14,300.00 115.000 12,650 081 REMOVE ROADSIDE SIGN EA 80.0000 12,800.00 132.000 10,560 (STRAP AND SADDLE BRACKET METHOD) 082 REMOVE ROADSIDE SIGN PANEL EA 45.0000 13,050.00 266.000 11,970 083 FURNISH LAMINATED PANEL SIGN SQFT 0.0000 0.00 0.000 0 (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) 084 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 30.0000 6,600.00 220.000 6,600 085 FURNISH LAMINATED PANEL SIGN SQFT 35.0000 11,550.00 330.000 11,550 (2 1/2"-TYPE B) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 22,320.00 1,860.000 22,320 (0.063"-UNFRAMED) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 43,550.00 3,350.000 43,550 (0.080"-UNFRAMED) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.0000 16,560.00 690.000 16,560 (0.063"-FRAMED) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 58,000.00 2,320.000 58,000 (0.080"-FRAMED) 090 ROADSIDE SIGN - ONE POST EA 445.0000 53,400.00 115.000 51,175 091 ROADSIDE SIGN - TWO POST EA 805.0000 12,075.00 21.000 16,905 092 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 28,000.00 150.000 26,250 METHOD) 093 INSTALL ROADSIDE SIGN PANEL ON EA 80.0000 24,000.00 265.000 21,200 EXISTING POST 094 INSTALL ROADSIDE SIGN EA 1,100.0000 4,400.00 4.000 4,400 (LAMINATED WOOD BOX POST) 095 FURNISH LAMINATED WOOD BOX POST EA 2,100.0000 16,800.00 8.000 16,800 (TYPE L) 096 MIDWEST GUARDRAIL SYSTEM LF 43.5000 1,352,806.50 27,225.500 1,184,309 097 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 47.8000 413,326.60 6,537.500 312,492 098 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 49.9000 74,850.00 775.000 38,672 099 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 54.0000 252,720.00 4,275.000 230,850 100 CABLE RAILING LF 289.0000 1,156.00 0.000 0 101 TRANSITION RAILING (TYPE WB-31) EA 4,990.0000 299,400.00 45.000 224,550 102 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N72A4 TIME 10:45 AM ESTIMATE NO. 025 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/15/24 R.E. NAME: BLANCO, CHRIS/CE- RAVANIPOUR,M DATE OF THIS ESTIMATE 03/11/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 END CAP (TYPE A) EA 490.0000 11,270.00 15.000 7,350 104 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,250.0000 58,750.00 36.000 45,000 105 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,750.0000 204,250.00 37.000 175,750 106 SEVERE-DUTY CRASH CUSHION EA 45,219.8300 1,582,694.05 36.000 1,627,913 107 CONCRETE BARRIER (TYPE 60M) LF 364.4600 21,503.14 56.000 20,409 (MOD) 108 CONCRETE BARRIER (TYPE 60MF) LF 379.4500 189,725.00 282.000 107,004 (MOD) 109 CONCRETE BARRIER (TYPE 60M) LF 155.1900 1,752,250.29 9,821.870 1,524,256 110 CONCRETE BARRIER (TYPE 60MC) LF 179.4700 229,721.60 1,536.000 275,665 111 CONCRETE BARRIER (TYPE 60MD) LF 234.2500 12,181.00 17.500 4,099 112 CONCRETE BARRIER (TYPE 60MF) LF 398.7300 142,745.34 390.500 155,704 113 PORTABLE CONCRETE BARRIER (TYPE 60K) LF 113.0000 61,020.00 131.000 14,803 114 REMOVE GUARDRAIL LF 5.5000 267,896.75 45,431.500 249,873 115 SALVAGE CONCRETE BARRIER (TYPE K) LF 12.0000 6,960.00 400.000 4,800 116 REMOVE CONCRETE BARRIER LF 49.0000 128,772.00 2,646.000 129,654 117 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 2.000 2,000 118 REMOVE CRASH CUSHION ATTENUATOR EA 2,000.0000 6,000.00 3.000 6,000 119 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 41,690.00 7,533.000 41,431 (ENHANCED WET NIGHT VISIBILITY) 120 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,900.00 9,788.000 9,788 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 121 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 16,700.00 20,572.000 20,572 122 PAINT PAVEMENT MARKING (2-COAT) SQFT 6.0000 7,560.00 756.000 4,536 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 111,000.00 119,755.000 119,755 (ENHANCED WET NIGHT VISIBILITY) 124 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 450.00 98.000 490 (ENHANCED WET NIGHT VISIBILITY) 125 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.5000 3,000.50 1.000 3,000 SYSTEM ELEMENTS DURING CONSTRUCTION 126 SIGN ILLUMINATION SYSTEM LS 7,200.0000 7,200.00 0.000 0 127 MODIFYING EXISTING ELECTRICAL LS 1,065,200.0000 1,065,200.00 1.000 1,065,200 SYSTEM 128 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 03/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N72A4 TIME 10:45 AM ESTIMATE NO. 025 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/15/24 R.E. NAME: BLANCO, CHRIS/CE- RAVANIPOUR,M DATE OF THIS ESTIMATE 03/11/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 6,000.00 7.000 42,000 MEETING 130 HOURLY OFF-SITE HR 200.0000 3,200.00 7.050 1,410 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 131 RAIL TENSIONING ASSEMBLY EA 1,200.0000 26,400.00 21.000 25,200 132 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 16,700.00 25,266.000 25,266 133 REMOVE PAINTED PAVEMENT MARKING SQFT 2.5000 3,250.00 756.000 1,890 134 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 14,100.00 7,279.000 7,279 PROGRAM CAS145 PAGE 7 DATE 03/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N72A4 TIME 10:45 AM ESTIMATE NO. 025 BID OPENING 09/01/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/15/24 R.E. NAME: BLANCO, CHRIS/CE- RAVANIPOUR,M DATE OF THIS ESTIMATE 03/11/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 14,007,602.24 ADJUSTMENT OF COMPENSATION 175,615.27 250,350.67 EXTRA WORK 0.00 5,448,823.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 175,615.27 19,706,776.65 135 MOBILIZATION LS 1,800,000.0000 1,800,000.00 1.000 1,800,000 ORIGINAL CONTRACT AMOUNT 18,354,903.61 TOTAL WORK COMPLETED 175,615.27 21,506,776.65 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 20,000.00 0.00 TOTAL 195,615.27 21,506,776.65 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/15/22 265 02/06/23 02/06/23 11/15/24 265 179 0 0 100% 100% BLANCO, CHRIS/CE- RAVANIPOUR,M RESIDENT ENGINEER